| contributor author | Nasim Uddin | |
| contributor author | George Gazetas | |
| date accessioned | 2017-05-08T20:37:33Z | |
| date available | 2017-05-08T20:37:33Z | |
| date copyright | February 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9410%281995%29121%3A2%28185%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/21594 | |
| description abstract | A dynamic plane-strain finite-element study of the response of a typical 100-m-tall concrete-faced rockfill (CFR) dam to strong seismic shaking is presented. The rockfill is modeled as an equivalent-linear material, whose strain-dependent shear modulus is proportional to the square root of the confining pressure. Coulomb's friction law governs the behavior of the interface between face slab and dam, and slippage is allowed to occur whenever the seismic shear tractions exceed the pertinent frictional capacity. Two sets of historic accelerograms, with peak ground accelerations (PGA) of about 0.40 | |
| publisher | American Society of Civil Engineers | |
| title | Dynamic Response of Concrete-Faced Rockfill Dams to Strong Seismic Excitation | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 2 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1995)121:2(185) | |
| tree | Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 002 | |
| contenttype | Fulltext | |
